Please provide a demonstration video considering p-delta condition. Load combination, displacement, drift and final moment for designing a RC structure if provided in that video then it will be a great help! because no videos in youtube covers the full analysis and design considering p-delta condition.
In this part 2, i have discussed how to include p delta effects in the analysis... it is too simple in etabs.... you can apply and check the results...
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Now, this is downloading in any quality...Thanks... Reupload the last two videos if you have time coz they can't be downloaded in HD. am using IDM and laptop...Thanks again.
Dear, please read ASCE -7 document .. chapter 12.... It is mentioned that.. it should be checked without load factor at service..... AT service modifiers are not equal to 1... it is less than 1.... Please see the video part 1 and 2... YOu will get the idea
@@civilmdc Please confirm my understanding: To check whether we need to consider P-D or not, we need to consider service load cases P=1*DL+1*LL with the respective modification factors. In case it was found that we need to consider P-D then we define the P-D function but with load factors Pu=1.2*DL + 0.5*LL Is that correct?
Here is the explanation in the link CSI ETABS - 09 - Story Displacement, Story Drift and Story Drift ua-cam.com/video/iWO_2penlGU/v-deo.html If you still face issue, please feel free to contact.
What to do in "Redesign" mode? I have not got a p-delta or no p-delta
Very good compilation and training work. nice job Hussain.
Thanks
Please provide a demonstration video considering p-delta condition. Load combination, displacement, drift and final moment for designing a RC structure if provided in that video then it will be a great help! because no videos in youtube covers the full analysis and design considering p-delta condition.
In this part 2, i have discussed how to include p delta effects in the analysis... it is too simple in etabs.... you can apply and check the results...
Learning alot from yuor videos
Thanks Buddy
You calculate p delta thats correct but you should revised the load case
Great job thanks ….why Important factor is not included in excel equation for theta calculation same like ASCE7 code equation ? ....thanks in advance
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Sir, I am getting the error message as 'Redesign' after doing the analysis. please let me know how to solve it.
awaiting for your replay.
thank u.
It is solve in service condition or ultimate condition?
Can you post the source of formula used in excel sheet I am not able to understand that
Dear the whole formula is explained in part 1 video. Here is the part 1 link: ua-cam.com/video/S4rQ03lcwUs/v-deo.html
how Deltax is extracted on excel sheet table? what is the relation with Ux from ETABS?
Please focus on formula... You will understand all
Now, this is downloading in any quality...Thanks... Reupload the last two videos if you have time coz they can't be downloaded in HD. am using IDM and laptop...Thanks again.
dear brother, i can't upload second, the previous history will be deleted of the previous video..... and thanks...for giving feedback.
@@civilmdc Can you pls send me via gmail...etc...pls...coz am going home tomorrow and there I don't have internet facility...junaidse214@gmail.com
plz , why we have to change the modifies of elements to be 1 as service condition before check drift and p-delta effect ? thanks for all
Dear, please read ASCE -7 document .. chapter 12.... It is mentioned that.. it should be checked without load factor at service.....
AT service modifiers are not equal to 1... it is less than 1.... Please see the video part 1 and 2...
YOu will get the idea
@@civilmdc Please confirm my understanding:
To check whether we need to consider P-D or not, we need to consider service load cases P=1*DL+1*LL with the respective modification factors.
In case it was found that we need to consider P-D then we define the P-D function but with load factors Pu=1.2*DL + 0.5*LL
Is that correct?
@@telestruct yes... First check then consider with load combination ... As you written above
@@civilmdc Thank you, could you please elaborate on using the incremental factor 1/(1-theta) (12.8-17)
Do you have any paid course on etab base on real projects.
How P Delta Analysis calculate effective length of column for slenderness?
Asslamualikum sir plz tell how to do static analysis in etab
W.Salam, I think you are talking about .EQUILENT STATIC analysis .... yes that is explained in this video:ua-cam.com/video/hWPt47_4j_A/v-deo.html
Hello Sir, if am using response spectrum method. Do I use the same excel sheet with the RS factors?
Yes
@@civilmdc thank you for your response.
Could you please make a video about which seismic resistant system we usually use in low seismic zones☺️?
How to get delta x from Ux ? Plz reply me,
Here is the explanation in the link
CSI ETABS - 09 - Story Displacement, Story Drift and Story Drift
ua-cam.com/video/iWO_2penlGU/v-deo.html
If you still face issue, please feel free to contact.
@@civilmdc Thank you.
Great explanation, keep going
Thanks
Hey sir take my greetings hope you are well could you please send me exel file for checkin p delta affect ASCI code
ahmedmogambe1616@gmail.com
@@ahmedsharafaldeen4224 Dear link is given in the description of the video
@@civilmdc I cant find it could please share it here thanks you
@@ahmedsharafaldeen4224 1- P Detla check Excel Sheet
Download: civilmdc.com/2020/03/09/p-delta-analysis-check-excel-sheet-input-data-from-etabs/
2- P Detla documents
civilmdc.com/2020/03/09/what-is-p-delta-p-delta-effects-and-p-delta-analysis-parameters/
@@civilmdcThere are no files to download, sir. Please update the links